resiliency comparison of r/c framed structures with wall & slab systems

Today, due to natural disasters such as earthquake, flood, and storm, it is very important to pay attention to the functionality reduction happening in structures facing such events, as well as the amount of damage to structures and the time required to return to pre-earthquake state. therefore, a concept called resiliency which is defined as the ability of a system to reduce the chances of a shock, absorb such a shock if it occurs and recover quickly after a shock (amaratunga & haigh, 2011; cimellaro et al., 2009;2010). in this study, due to the importance of the proposed issue, a resiliency comparison is made between the two structural systems, wall & slab and special moment resisting frame, facing earthquakes at the levels of dbe and mce.to do this, two ten-story models in each of the structural systems are fully designed and modeled. subsequently, fornonlinear analysis, seismostruct software was used (seismosoft, 2018). by using the incremental nonlinear dynamicanalysis (ida), collapse fragility curves are obtained for both models. in this research, 22 pairs of far-field records whichare proposed by fema p695 are used for the analysis (fema, 2009).